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These set of accelerograms are calibrated with 2800 standard respnse spectrum at t=10 sec.
This set does not cover long periods and is not suitable for nonlinear analysis.
acceleration points are in terms of g.
NPTS=2048 DT=0.01
Direct access: ETA20a
Related references:
Madarshahian R, Estekanchi HE and Mahvashmohammadi A (2011), "Estimating seismic demand parameters with Endurance Time method", Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), v12, n8, p616-626, doi:10.1631/jzus.A1000389
Estekanchi, H. E., Arjomandi, K and Vafai, A. (2008), ''Estimating Structural Damage of Steel Moment Frames by Endurance Time Method'', Journal of Constructional Steel Research, v64, n2, p145-155, doi:10.1016/j.jcsr.2007.05.010
Estekanchi, H.E., Valamanesh, V. and Vafai, A. (2007), ''Application of Endurance Time Method in Linear Seismic Analysis'', Engineering Structures, v29, n10, p2551-2562, doi:10.1016/j.engstruct.2007.01.009
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